U ovom diplomskom radu je na temelju zadane situacije predložen glavni projekt pješačkog mosta preko rijeke Drave. Tri su koncepcijska rješenja mosta: viseći, ovješeni i lučni. Za glavni projekt je odabran ovješeni most sa jednim stupom. Most je projektiran prema europskim normama. Nakon izrađenih nacrta glavnog projekta, numerički model konstrukcije izrađen je u računalnom programu CSI SAP2000 v.19. Nakon rezultata dobivenih u SAP200 programu zaključeno je da vješaljke rasponske konstrukcije te vrha pilona ne zadovoljavaju uvjetima funkcionalnosti i stabilnosti mosta. Uslijed tog problema bilo je potrebno promijeniti dimenzije vješaljki i pilona. Optimalne dimenzije su dobivene parametarskim ispitivanjem tijekom kojeg su dimenzije mijenjane te su praćena ukupni progibi mosta. Na temelju novih dimenzija stupova i kabela napravljen je dizajn elastomernog ležaja te je utvrđena ukupna količina armature za AB elemente.

Based on the default situation i.a. proposed bridge location main project of the pedestrian bridge over the river Drava was created. There were tree conceptual bridge solutions: suspension bridge, cablestayed bridge and arch bridge. For the main project cable- stayed bridge with one pylon was selected. Chosen bridge was designed based on the European standards. After making main draft of the project, numerical model was constructed in tehe CSI SAP2000 v.19 computer program. Based on the results obtained by te SAP200, it was cancluded that the stay cables of spatial construction and the pylon do not meet conditions of functionality and stability of the bridge. Due to this problem it was necessary to change dimensions of the pylon and stayed cables. Optimal dimensions were obtained by parametric study in which these dimensions were varied and total deflection of the bridge superstructure was monitored. Based on new dimensions of the pylon and cables, design of elastomer bearings and determination of total area of required bending reinforcement for RC elements was